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HomeMy WebLinkAboutP_5266_SCITY OF COSTA MESA VICTORIA ST <( Ck'. > <( 0 w :r: "" > 17TH ST Q -L --j_ VICINITY MAP NOT TO SC.�LE SYMBOL LEGEND •POWER POLEOsco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE 'ti FIRE HYDRANT JOHN WAYNE <>' AIRPORT ,0, 1'� 4:t;, ___,,,____PROJECT LOCATIONS ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP V1TRIFIED CLAY PIPE C' -11/,0us 01' CITY OF IRVINE \JN\\/ERS\1'i I WM WATER METER BOX & SERVICE RWV RESILIENT WEDGE VALVE □GM GAS METER -------®----VALVE POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE �L..L.:..L:C:C:: _LLL. .LLL _Lil ..LLL._ BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT ::::::\:::\:\:\:'; BRICKWALK I < . I CONCRETE �///////Ila BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ___ <;_ ___ CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ___ G_ --GAS LINE --E--POWER LINE -T TELEPHONE LINE -CATV-CABLEV1SION LINE FE MJ NTS RT STL ABAND IP&T MON CATV DWY co ARV B/APPR EV SW WWF MLCCSP RCSCP �4"A.C. MCWD FLANGED END MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABANDONED IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CLEANOUT (SEWER) AIR RELIEF VAL VE BACK OF ALLEY APPROACH ELECTRICAL VAL VE SIDEWALK WELDED WIRE FABRIC MORTAR LINED CEMENT COATEDSTEEL PIPE REINFORCED CONCRETE STEEL CYLINDER PIPE CORING INFORMATION MESA CONSOLI DA TED WATER DISTRICT >-3-"" /J -SP--SPRINKLER SYSTEM 1.NEWPORT SHORES PARK n STREET LIGHT --u-SIGN l=--==1 GARAGE OPENING I WINDOW *SPRINKLER CALL TOLL FREE 1-800-422-4133BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (MOD) ORANGE COUNTY SANITATION DISTRICTTIME WARNER CABLE UNDERGROUND SERVICE ALERT MESA CONSOLIDATED WATER DISTRICT (800)-427-2200 (800)-611-1911 611 (949)-644-3011(714)-962-2411 (714)-338-2060 (800)-422-4133 (949)-574-1000 NIGHT (800)-427-2200 (800)-611-1911 611 (949)-644-3717 (714)-388-2000(800)-422-4133(949)-631-1200 PUBLIC WORKS DEPARTMENT GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPTAS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANDIN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR.DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4.P.C.C. SHALL BE CLASS 560-C-3250. 5.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATEATTENTION OF THE ENGINEER. FAILURE TO DO SO SHALL PLACE RESPONSIBIUTY ON THE CONTRACTOR FOR CORRECTION. 6.PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTINGIMPROVEMENTS. 7.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA. SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATEDAND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO THE DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8.ALL TREES SHALL BE PROTECTED IN PLACE UNLESS OTHER'MSE NOTED. FOR TREE ISSUES,CONTACT CITY ARBORIST, JOHN NELSON, 949-644-3197. 2019-2020 PLAYGROUND IMPROVEMENTS 9.ALL BASE MATERIAL SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. PROJECT NO. 20P01 CONTRACT NO. 7737-1 r (I APPROVED: _::2]�!���-�IJ�, �!J-4'-,�'-+-,, /�/ ________ DATE:Q2 • /� · 2,120DIRECTOR OF PUBLIC �KS R.C.E. NO. 47961 CITY OFCOSTA MESA 2.MARINERS PARK DRIV E LOCATION MAPS NOT TO SCALE PLAYGROUND LOCATION 2-t3-2626 LANE 3.BOB HENRY PARK CONSTRUCTION NOTES ® PROTECT IN PLACE. G)REMOVE EXISTING PLAY EQUIPMENT AND APPURTENANCES. CONTRACTOR SHALL RETURN ALL PLAYPANELS TO THE RECREATION AND SENIOR SERVICES DEPARTMENT (BRASON ALEXANDER 949-644-3150). ALL OTHER COMPONENTS SHALL BE DISPOSED OFF BY CONTRACTOR.® REMOVE 0.5-INCH OF EXISTING WEAR COURSE AND CONSTRUCT 0.5-INCH THICK WEAR COURSE PERMATERIAL AND COLOR LEGEND AND DETAILS. G)REMOVE AND DISPOSE OF EXISTING SAND TO DEPTH REQUIRED FOR CONSTRUCTION OF NEW RESILIENTWEAR COURSE SYSTEM PER CONTRACT DOCUMENTS OR MINIMUM OF 18 INCHES. r':\ CLEAN EXISllNG 12-INCH X 12-INCH BROOKS DRAIN BOX FROM DEBRIS AND BLOCKAGES. REPLACE v FILTER FABRIC USING MIRAFI 140N OR ENGINEER APPROVED EQUAL. ® CLEAN EXISTING DRAIN LINE FROM DEBRIS AND BLOCKAGES. ® REPAINT EXISTING 2-INCH CONTRASTING MARKING STRIPE AT BOB HENRY PARK. PAINT SHALL BEWATERBORNE TRAFFIC LINE, TYPE I (RAPID DRY), YELLOW, AND WITH GLASS BEADS. (j) CLEAN EXISTING 6-INCH N.D.S. SPEE-D-BASIN INCLUDING GRATE. ® PLACE, SPREAD, AND LEVEL CITY-SUPPLIED SAND AT BOB HENRY PARK PER PLANS AND SPECIFICATION. SAND LAYER SHALL REACH THE SPECIFIED HEIGHT AS NOTED ON THE PLAYEQUIPMENT OR A MINIMUM OF 18 INCHES THICK. ® INSTALL NEW PLAY EQUIPMENT PER MANUFACTURER"S SPECIFICATIONS AND CONTRACT DOCUMENTS.PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION. GREGG ROGERS (949-633-1180). REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAILS. L> @REPLACE PLAY EQUIPMENT COMPONENTS PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION, GREGG "'.;­ROGERS (949-633-1180). DISPOSE OF COMPONENTS REMOVED. REPAIR DAMAGED AREAS TO MATCH "ADJACENT EXISTING SURFACE PER DETAILS. '" @ CONSTRUCT 4-INCH THICK PC C. BASE. 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH THICK WEAR g'COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS, HEREON. SEE SHEET 5 FOR SPECIFICS. @RELOCATE EXISTING PLAY EQUIPMENT. SEE SHEET 5 AND DETAILS FOR SPECIFICS. @ RUBBER TURNDOWN TO SAND, PER DETAIL C. SHEET INDEX IT] TITLE SHEETIT] NEWPORT SHORES PARK AND MARINERS PARK DEMO/CONSTRUCTION PLANS BOB HENRY PARK DEMOLITION PLANS QJ NEWPORT SHORES PARK -PLAY EQUIPMENT G MARINERS PARK -PLAY EQUIPMENT I}] BOB HENRY PARK -CONSTRUCTION PLAN & PLAYSHAPER FOOTING DETAILS @J BOB HENRY PARK -PLAY EQUIPMENT [TI DETAILS 0 PLAYBOOSTER FOOTING DETAILS C-7737-1APPROVAL RECOMMENDED BY: REVIEWED BY: AURA DETWEILERDIRECTOR RECREATION AND SENIORSERVICES O PARTMENT DATE h/;t", ��TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER DATE 2..../t.3 /:Lo:zoI ; TITLE SHEET 2019 -2020 PLAYGROUND IMPROVEMENTS f-,-DE�Sl�GN�ED---'-K-'--C f- DR_AVvN----"-KC'-----, CITY OF NEWPORT BEACH P-5266-S _,, CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 8 PT 13 FEB 2020 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. <( 1 5 TH ST --cf-----"~nf<R ' ' -HILLS -; G {J{J -=------I -+, ~ '.:tl l:,t ~ z ..,. APPROVED: -~----==-==J~JJ----44,/-l~ o~---DATE: __ DEPUTY PWD 1t:ffv/ENGINEER R.C .E. NO. 51568 f tf. E " D ~ 1---========:L-------------------'a:; ~ 1 8 P-5266-S JOHN WAYNE .>J AIRPORT ,0 C' '1o/,o 1/.s ,?1' CITY OF COSTA MESA VICTORIA ST CITY OF IRVINE PA cine VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Cle 0 a, Cle <( :,:: Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT ---PROJECT LOCATIONS ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE UN\1/ERSIT'i I WM WATER METER BOX & SERVICE RWV RESILIENT WEDGE VALVE □GM -------®---- -x-x-x- GAS METER VALVE POWER POLE ANCHOR MONUMENT FENCE ==== BLOCKWALL ti ...LLL. ,LLL ..LLL ..LLL TREE SHRUBBERY ASPHALT PAVEMENT ;:;:;:;:·::\:'::\:": BRICKWALK I: < I CONCRETE t;,,/////d BUILDING FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED 1'11RE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ___ c;_ ___ CENTERLINE t) 4"A.C. CORING INFORMATION ____ 5 ____ SEWER LINE MCWD MESA CONSOLIDATED WATER DISTRICT -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM n STREET LIGHT -u-SIGN I:=-==1 GARAGE OPENING I I WINDOW * SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (MOD) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MESA CONSOLI DA TED WATER DISTRICT (800)-427-2200 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714)-338-2060 (800)-422-4133 (949)-574-1000 1. NEWPORT SHORES PARK NIGHT (800)-427-2200 (800)-611-1911 611 (949)-644-3717 (714 )-388-2000 (800)-422-4133 (949)-631-1200 PUBLIC WORKS DEPARTMENT GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. ANY DISCREPANCY IN THE DRAl'llNGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE ENGINEER. FAILURE TO DO SO SHALL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. ANY WORK NOT INDICATED ON THE DRAl'llNGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO THE DRAl'llNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. ALL TREES SHALL BE PROTECTED IN PLACE UNLESS OTHERl'llSE NOTED. FOR TREE ISSUES, CONTACT CITY ARBORIST, JOHN NELSON, 949-644-3197. 2019-2020 PLAYGROUND IMPROVEMENTS 9. ALL BASE MATERIAL SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. PROJECT NO. 20P01 CONTRACT NO. 7737-1 APPROVED:---~=~~~~~~~~~~~~~~~---DATE: ______ _ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 47961 APPROVED:---~~~~~~~~~=~~~~~~~---DATE: ______ _ DEPUTY PWD / CITY ENGINEER R.C.E. NO. 51568 CITY OF COSTA MESA 2. MARINERS PARK • LOCATION MAPS NOT TO SCALE PLAYGROUND LOCATION • LANE 3. BOB HENRY PARK RECORD DRAWINGS Th-Record Dr11Wl1191 hcnoe bftn pnpcirwd boNd on lnformotiol'I 11Ubmitted, in port, by ol:henl. Whne the Information la btille.,.d to bl rell~le, Cft)' of Nnport Beoch ii not reapon11bi. for lb Oei:Ul'OC)', nor far •ron or omleeione which moy hove bNn lnccrponrted Into th-pion, GI O !'HUit. CONSTRUCTION NOTES ® PROTECT IN PLACE. CD REMOVE EXISTING PLAY EQUIPMENT AND APPURTENANCES. CONTRACTOR SHALL RETURN ALL PLA y PANELS TO THE RECREATION AND SENIOR SERVICES DEPARTMENT (BRASON ALEXANDER 949-644-3150). ALL OTHER COMPONENTS SHALL BE DISPOSED OFF BY CONTRACTOR. 0 REMOVE 0.5-INCH OF EXISTING WEAR COURSE AND CONSTRUCT 0.5-INCH THICK WEAR COURSE PER MA TERI AL AND COLOR LEGEND AND DETAILS. 0 REMOVE AND DISPOSE OF EXISTING SAND TO DEPTH REQUIRED FOR CONSTRUCTION OF NEW RESILIENT WEAR COURSE SYSTEM PER CONTRACT DOCUMENTS OR MINIMUM OF 18 INCHES. r.'I CLEAN EXISTING 12-INCH X 12-INCH BROOKS DRAIN BOX FROM DEBRIS AND BLOCKAGES. REPLACE ~FILTER FABRIC USING MIRAFI 140N OR ENGINEER APPROVED EQUAL. ® CLEAN EXISTING DRAIN LINE FROM DEBRIS AND BLOCKAGES. ® REPAINT EXISTING 2-INCH CONTRASTING MARKING STRIPE AT BOB HENRY PARK. PAINT SHALL BE WATERBORNE TRAFFIC LINE, TYPE I (RAPID DRY), YIELLOW, AND WITH GLASS BEADS. 0 CLEAN EXISTING 6-INCH N.D.S. SPEE-D-BASIN INCLUDING GRATE. ® PLACE, SPREAD, AND LEVEL CITY-SUPPLIED SAND AT BOB HENRY PARK PER PLANS AND SPECIFICATION. SAND LAYER SHALL REACH THE SPECIFIED HEIGHT AS NOTED ON THE PLAY EQUIPMENT OR A MINIMUM OF 18 INCHES THICK. ® INSTALL NEW PLAY EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-1180). REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAILS. @ REPLACE PLAY EQUIPMENT COMPONENTS PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-1180). DISPOSE OF COMPONENTS REMOVED. REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAILS. @ CONSTRUCT 4-INCH THICK P.C.C. BASE, 3.5-INCH THICK CUSHION LAYIER AND 0.5-INCH THICK WEAR COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS, HEREON. SEE SHEET 5 FOR SPECIFICS. @ RELOCATE EXISTING PLAY EQUIPMENT. SEE SHEET 5 AND DETAILS FOR SPECIFICS. @ RUBBER TURNDOWN TO SAND, PER DETAIL C. SHEET INDEX DJ TITILE SHEET IT) NEWPORT SHORES PARK AND MARINERS PARK DEMO/CONSTRUCTION PLANS BOB HENRY PARK DEMOLITION PLANS [TI NEWPORT SHORES PARK -PLAY EQUIPMENT [Ij MARINERS PARK -PLAY EQUIPMENT [}] BOB HENRY PARK -CONSTRUCTION PLAN & PLAYSHAPER FOOTING DETAILS [}] BOB HENRY PARK -PLAY EQUIPMENT [TI DETAILS[/ AS-BUILTS J 0 PLAYBOOSTER FOOTING DETAILS r ' u 'I ' I c(_ Cf; L ' C-7737-1 ,,, ~----~---~--------~----------------------t1~' APPROVAL RECOMMENDED BY: LAURA DETWEILER DIRECTOR RECREATION AND SENIOR SERVICES DEPAR1MENT DATE REVIEWED BY: TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER DATE TITLE SHEET 2019 -2020 PLAYGROUND IMPROVEMENTS DESIGNED KC DRAWN KC CITY OF NEWPORT BEACH 1-cc""'HE=cc""'KE=D-~+D,..,A"'TE,---~---1 PT 13 FEB 2020 PUBLIC WORKS DEPARTMENT SHEET OF P-5266-S28 C-7737-1 N NEWPORT SHORES, MARINERS, ANDBOB HENRY PARK N N I ! \ -----------\ p -------\ ------',' --7 . . - ~-I ---. -- ' 1. NEWPORTSHORESPARK SCALE 1" = 10' I 3. BOB HENRY PARK SCALE 1" = 10' / I ---------------------------------- -------1_ P J----- SANDN2,075 SF CONSTRUCTION NOTES \ ® PROTECT IN PLACE. I I I I 1 9 SHT 4 \ -------~-~- G) REMOVE EXISTING PLAY EQUIPMENT AND APPURTENANCES. CONTRACTOR SHALL RETURN ALL PLAY PANELS TO THE RECREATION AND SENIOR SERVICES DEPARTMENT (BRASON ALEXANDER 949-644-3150). ALL OTIHER COMPONENTS SHALL BE DISPOSED OFF BY CONTRACTOR. 0 REMOVE 0.5-INCH OF EXISTING WEAR COURSE AND CONSTRUCT 0.5-INCH TlHICK WEAR COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS. 0 REMOVE AND DISPOSE OF EXISTING SAND TO DEPTIH REQUIRED FOR CONSTRUCTION OF NEW RESILIENT WEAR COURSE SYSTEM PER CONTRACT DOCUMENTS OR MINIMUM OF 18 INCHES. L::::==-=-, ' ' ' ' ' ' ' --- ' N3,225 SF p I ------, ' ' ' ' -----==i I 2. MARINERS PARK SCALE 1" = 10' I /'®12" DRAIN LINE I ,I I ( ~DRAIN BOX /, . . \_,,_ I c•'_',;;;~.: . •·.G\:·. ,,. """" ~ . . • • • ::,:~ ',\ ,, ~-----.___(jl' DRAIN :ax ~---_;.::;_::::;;_:::;-: --- RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While the information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. \ \ \' DATE BY ( ,,.,-------® INSTALL NEW PLAY EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTIURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-1180). REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAILS. @ REPLACE PLAY EQUIPMENT COMPONENTS PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTIURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-11 BO). DISPOSE OF COMPONENTS REMOVED. REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAILS. @ RELOCATE EXISTING PLAY EQUIPMENT. SEE SHEET 5 AND DETAILS FOR SPECIFICS. (-- CONCRETE C~r AND SAND • -\ I p CONCRETE CURB AND SAND ~--~--- 2A. SAND BOX SCALE 1" = 10' 6' DRAIN PIPE FDRAIN BASIN I REVIEWED BY: TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER DEMO/ CONSTRUCTION PLANS DATE DESCRIPTION APP'D. DESIGNED DRAWN KC KC CITY OF NEWPORT BEACH REVISIONS CHECKED DATE PT 13 FEB 2020 PUBLIC WORKS DEPARTMENT SHEET OF C ,- C C ~ C P-5266-S38 C-7737-1 N ACCESSIBLE ROUTE OF TRAVEL TRANSFER POINT 152911 LEFT -1!1===, TRANSFER 120902 HANDHOLD LEG LIFT 115231 TIC-TAC-TOE PANEL 16 24 126368 30"EL TUNNEL SLIDE 8 MODULE Y-1YC'.JLl'.JI -:R C I: s;-( F DF\X TO -)FCI< 2 SE::i 'v'iTH NO POST Lli',.1-1 ? LI.; S p 143194 84' CLATTERBRIDGE W /HANDRAILS 111256 ARCH ROOF NO -'POSf NO POST 116249 VERT. LADDER 177332 SINGLE POST SWING DB ONLY L _________________________________ l ' NO POST 174018 BELT SEAT W/PROGUARD CHAINS 8' BEAM HEIGHT 174018 BELT SEAT W/PROGUARD CHAINS 8' BEAM HEIGHT PlayBooster® (5-12 years) NO POST 0 NO POST SEE SHEET 7 OF 8 FOR AS-BUILT PLAY EQUIPMENT 6" /8" RISE KICKPLATE (K.P.1) QTY. ( 3 ) Max Fall Height: 64 inches Estimated manufacturing time: 6 weeks from the time of LSI order acceptance, or receipt of SkyWays release of fabrication form if applicable. TOTAL ELEVATED PLAY COMPONENTS 9 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 0 9 4 3 REQUIRED REQUIRED ~EQU18ED REQUIRED 0 5 3 3 Newport Shores Park Newport Beach, California 92626 NEWPORT SHORES PARK-PLAY EQUIPMENT DETAIL NOT TO SCALE Coast Recreation, Inc. Gregg Rogers RECORD DRAWINGS These Record Drawings have been prepared bse on information submitted, in part, by others. While the information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. DATE BY SYSTEM TYPE: PlayBooster DRAWING #: 1139399-01-01 DESCRIPTION REVISIONS APP'D. Jlih landscape structures- THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGES 5-12 YEARS UNLESS OTHERWISE NOTED ON PLAN. IT IS THE MANUFACTURERS OPINION THAT THIS PLAY AREA DOES CONFORM TO THE A.D.A. ACCESSIBILITY STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, AS INDICATED, OR WITHIN THE ENTIRE USE ZONE. THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TO CONSTRUCTION, DETAILED SITE INFORMATION INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING UTILmES, SOIL CONDITIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED, & UTILIZED IN THE FINAL DESIGN. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATION OF ALL EXISTING UTILITIES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SHOULD NOT FACE THE HOT AFTERNOON SUN. CHOOSE A PROTECTIVE SURFACING MATERIAL THAT HAS A CRmCAL HEIGHT VALUE TO MEET THE MAXIMUM FALL HEIGHT FOR THE EQUIPMENT (REF. ASTM F1487 STANDARD CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USE, SECTION B CURRENT REVISION). THE SUBSURFACE MUST BE WELL DRAINED. IF THE SOIL DOES NOT DRAIN NATURALLY IT MUST BE TILED OR SLOPED 1/8" TO 1/4' PER FOOT TO A STORM SEWER OR A "FRENCH DRAIN". ACCESSIBLE/PROTECTIVE SURFACING TO BE A COMBINATION OF UNITARY AND LOOSE FILL MATERIALS. IT IS THE MANUFACTURER'S OPINION AND INTENT THAT THE LAYOUT OF THESE COMPONENTS CONFORM WITH THE U.S. CONSUMER PRODUCT SAFETY COMMISSION'S (CPSC) "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY". DESIGNED BY: SP COPYRIGHT: 8/30/19 LANDSCAPE STRUCTURES, INC. 6D1 7th STREET sourn -P.O. BOX 198 DELANO, MINNESOTA 5532B PH: 1-B00-32B-ODJ5 FAX: 1-763-972-6D91 Date Previous Drawing # Initials l801 .... :20II I E T I F I E REVIEWED BY: IS<> lJIIII ·'II , NEWPORT SHORES PARK TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER PLAY EQUIPMENT DETAILS DATE DRAWN DESIGNED CITY OF NEWPORT BEACH KC KC CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET OF PT 30 JAN 2020 _, :::c u- ~ C ,,-, P-5266-S48 C-7737-1 N 184867 HOUSE 184878 PILOT PANEL (LW) NO RSI' ND RSI' 184862 TIC-TAC-TOE PANEL (LW) PANEL (LW) I "' '°" 17C(l_2G '::Ol.Al-:1:. P'..:LY rc:x,-'-'\'., s-c, LOG:::, (f :,1c;II\1c;, 184867 HOUSE PANEL (LW) 184854 HOLE PANEL (LW) 184901 TUNNEL PANEL (LW) 184876 GEAR PANEL (LW) OJ PIIST 182504 WELCOME SIGN i 2-5 YEARS ,------------------------------ ' ' ' ' ' ' ' ' ' ' 221292 5• ~H SWtlG 6c: 6c: 176038 176038 FULL BUCKET SEAT FULL BUCKET SEAT W/PROGUARD CHAINS W/PROGUARD CHAINS 8' B£AM te3HT 8' BEAM HEIGHT 221293 s• ARCH S'tYING ADDmONAL BAY ~ '}( ..__.. = 177J51 174018 MOLDED SEAT/HAANESS BELT SEAT W/PROGUARD CHAINS W/PROGUMO CHAINS B' SEMI HEIGHT B' BEAM HEIGHT 221293 s• ARCH SWING ADOITIONAL ~y ..__, ..__, 174018 174018 BELT S£AT BELT SEAT W/PROGUARD CHAINS W/PROGUARD CHAINS 8' BEAM HEIGHT 8' BEAM HEIGHT 221293 5• ARCH SWING ADDITIONAL BAY ..__, ..__, 174018 174018 BELT SEAT BELT SEAT W/PROGUARD CIWNS W/PROGUARD CHAINS 8' B£AM HEIGHT 8' BEAM HEIGHT EXISTING STRUCTURE NOTE IT IS THE MANUFACTURERS OPINION AND INTENT THAT THIS DRAWING CONFORM TO ASTM F1487. HOWEVER, WE RECOMMEND THAT THE STRUCTURE BE INSPECTED IN THE FIELD TO VERIFY SAFETY CONFORMANCE AND T J THE STRUCTURE WAS INSTALLED PER MA UFACTURERS INSTALLATION INSTRUCTIONS. L.S. RECOMMENDS THAT THIS STRUCTURE BE S FETY INSPECTED AFTER MODIFICATIONS ARE MADE, TO ENSURE CONFORMANCE TO A.S.T M. F-1487. IT IS OUR OPINION AND INTENT T AT THIS CONFORMS TO A.S.T.M. F-1487 ASS MING THAT IT HAS BEEN INSTALLED PER MAN FACTURERS INSTALLATION INSTRUCTIONS. SEE SHEET 7 OF 8 FOR A COMPLETE PLAYGROUND UDIT IS REQUIRED TO ENSURE OMPLIANCE TO ASTM STANDARD F 1487 ~-"--~--~---~---~---~--~---~---~---~--~---~-~~~~~~~~~~~~~~~~~.,..,, HD SURFACING & PIP P S-BUILT CHES, OST PlayShaper® (2-5 years) Max Fall Height: 7 inches 2-5 AREA (INCLUDES 2 FULL BUCKET SWINGS) TOTAL ELEVATED PLAY COMPONENTS 0 H:·:Fl7C1\ff.,\I ;.,r:-:,~p N_·,-_:~'.:i'.:i ~1-IU r~:_; :_;1:.,0_1 15" 1111::;1 - 111357 CHINNING BAA :·u::,II1<) 'Jj1 ~2 A'.:CESS 8_E STATIO\J;,,=;·-· C",:LEF' :c>: STlk31 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 0 REQUIRED 0 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 8 REQUIRED O TOTAL DIFFERENT 1YPES OF GROUND LEVEL COMPONENTS 7 REQUIRED 7 182504 WELCOME SIGN i 5-12 YEARS 185852 lRANSFER ,'.~:,~G:1 ·.Nit-POST 120901 GRAB BAR 1J"/l:T\JG'. MARINERS PARK -PLAY EQUIPMENT DETAIL NOT TO SCALE l'.:'.-'~CIP, )LU' Lll'-W ',',/H.:\,\ICRALS 1·1'J '"-JL-"' (E::<E::e '1G J 148+26. FIREPOLE (~/ISTl'-IG'. 176078 LOLlFOP CLIWBER 15ECi7 CEC~-_ \W '8/[Xl?[?S & \I-fl -1-. :, l',\\f ,; Of\~ '.:TEP (E!<ISTIWC;, 1"707[" ,, I-~:< CE'.:" C:::OLT'.:FP~F 13)" 8 . .IFY 'f>TIII\C) 123291 CENTIPEDE CUMBER l.'.IP~R [Dl.C_~ •L ·_i_l_lL c;Tl~J;) 113244 176077 CROQUET CUMBER FIF[ [;,';RRICR :'EX: s-r1::;·: 115253 HOLE PANEL (BELOW DECK) 122913 SNAKE CLIMBER ALL POSTS ARE EXISTING Mariners Park Newport Beach, CA lib/6'' I_\ ~,LC· IJ!UL Df-'f-'I:."\ RIP1 ,·;Tr-1:;·1 NO POST H.Y'.,.C, <:r'\Jl:.f-.' CL (DIS- 40~ I DRY WELL, AND SWING LOCATIONS. ~=L ( /I'.,I S·\i' PAIL CL liB~F r, (E/ST.::;) : Playllaoster® (5-12 years) 5-12 AREA Max Fall Height: 96 inches TOTAL ELEVATED PLAY COMPONENTS 13 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED REQUIRED REQUIRED REQUIRED TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 7 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 11 TOTAL DIFFERENT 1YPES OF GROUND LEVEL COMPONENTS 5 Coast Recreation, Inc. Gregg Rogers RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While the information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SYSTEM TYPE: Play Booster DRAWING #: 1139398-01-01 08/23/21 KC AS-BUILT DA TE BY DESCRIPTION REVISIONS 0 7 4 5 APP'D. Jlih landscape structures- THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGES 2-12 YEARS UNLESS OTHERWISE NOTED ON PLAN. IT IS THE MANUFACTURERS OPINION THAT THIS PLAY AREA DOES CONFORM TO THE A.DA ACCESSIBILITY STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, AS INDICATED, OR WITHIN THE ENTIRE USE ZONE. THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TO CONSTRUCTION, DETAILED SITE INFORMATION INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING UTILmES, SOIL CONDIIIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED, & VTILIZED IN THE FINAL DESIGN. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATION OF ALL EXISTING UTILmES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SHOULD NOT FACE THE HOT AFTERNOON SUN. CHOOSE A PROTECTIVE SURFACING MATERIAL THAT HAS A CRITICAL HEIGHT VALUE TO MEET THE MAXIMUM FALL HEIGlfl FOR THE EQUIPMENT (REF. ASlM F1487 STANDARD CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USE, SECTION 8 CURRENT REVISION). THE SUBSURFACE MUST BE WELL DRAINED. IF THE SOIL DOES NOT DRAIN NATURALLY IT MUST BE TILED OR SLOPED 1/8" TO 1/4" PER FOOT TO A STORM SEWER OR A "FRENCH DRAIN". ACCESSIBLE/PROTECTIVE SURFACING TO BE A COMBINATION OF UNITARY AND LOOSE FILL MATERIALS. IT IS THE MANUFACTURER'S OPINION AND INTENT THAT THE LAYOUT OF THESE COMPONENTS CONFORM WITH THE U.S. CONSUMER PRODUCT SAFE1Y COMMISSION'S (CPSC) "HANDBOOK FOR PUBLIC PLAYGROUND SAFE1Y". DESIGNED BY: SG COPYRIGHT: 8/29/19 LANDSCAPE STRUCTURES, INC. 601 7th STREET SOUTH -P.O. BOX 198 DELANO, MINNESOTA 55328 PH: 1-800-328-00J5 FAX: 1-76.J-972-6091 Date Previous Drawing # Initials ISO MGOl:20l8 IS() re TIFI[ '11111 :1 11" Certified REVIEWED BY: MARINERS PARK TOM SANDEFUR. P.E. ASSISTANT CITY ENGINEER PLAY EQUIPMENT DETAILS DATE DRA\lrN DESIGNED CITY OF NEWPORT BEACH KC KC CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET OF PT 30 JAN 202D L c_ :::c [C' ~ C rJ; P-5266-S58 C-7737-1 CBHD N 2" Clear (min.) 2" Clear (min.)2" Clear (min.) BOB HENRY PARK-PLAY EQUIPMENT DETAIL SCALE 1" = 10' Jl;h landscape structures· Post Specifications: 2 'Is'' square aluminum posts shall have a min-imum wall lhickness of .125" and be extruded of 6005-TS aluminum alloy and have rounded corners and ribbed faces ror maximum safely A cast alumint1m top cap shall be installed at the factory with stainless steel knurled spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of 6005- TS aluminum alloy and sl ide into slots extruded in posls. Flanges & deck supports shall be attached in the f,i,:;tory with stainless steel knurled spacers and aluminum drive rivets. All direct bury posts shall have a "finished grade marker" positioned on lhe post idenlifying the 34" bury line and the top of thG rGquired surfacing. A molded low-density polyethylene CsJP, with drain holos, shall bo preso,od onto the bottom end of the post to increase the footing area. Posts shall have a post number sticker for installation purposes. All surface mount posts shall 00 continuously wP.lded to a '/4 x 6" square 6061-T6 aluminum surface mount plate and allow for 2' of pmler;tivc surfacing. Posts -: ---~ ·,.: '_'c :·.• shall be powderrn0ted to a ,s,pecified =lor. u)oSE F1·u, ' PROTECTIVE SURFACING Subgrade • I I_ ~111 I 1= ill • SAFETY NOTE 15014001 iiiiililii II C•uUIU GI oc•;c•, pol-.•C,,,c '-"''~'<! ,,,,bill I ,al has, Crtio<I He,;Jh, •.~Ice of a: le,,o ;he Ml~M Cl IM Hlgl,.,tft."""""• Fart'Fall r·c,o'1 cf the ao,acc.01 cou"~"'L :~,, "5TM F1487.) 8-2~-00 14107SUU POST CROSS SECTION POST NUMBER STICKER f ;";shed Grnde ... ~22 /Sticker ~ ___ / ,. •i ,e· •• -· CONCRETE -Bottom • 1.5 Cubic Fool per Fuoliflg --Gap L 12" Minimum JOO PlayShaper" Concrete Footings, Typical Posts * An Ei,:ample: If you are using 12" of loose fill material, your concrete footing will be 22" deep. 11Eilfii l§#fi 'iii+ I§! 1 IM I iliifi ii fil EW@!EiW#IM§'l§!id i-iMit½l@•iiMMhi2i!WMI ;l,WOO c-,·L!IM•'-""' '""''",.._ ,111 •;gm ""''""; Document #13237600 Jlih landscape structures'• "' -'"" Fiat Full Buckct Half Bucket Molded Bucket Dlm•nsion "A" ,,. '" 8'-6" (2.59 m) 12•.5·• p,111 mJ N/A '" • IS014001 iiiiiiiiii DETAIL SJ\~ETY NOTE Ch"", ,,.,tet;,:, scrlacc,; m>1:t\al that has, c,oca H,1,-,, ,.,-,... c< at,..,., h """'"' c,t a·,, >--1,·cc,1 -•~-"'·" ,,,., ~"-~"' He,·,1,· U,eau;.c,,,..,.;,-,-,.,1 l""'-''s :,•1 e•.,;s_, 18502100 Molded Butkel/H,unass infan1 Full Bucket 8'-6" 2 ~9 m SWING BEAM ATTACHMENT DETAIL DOUBLE CLEVIS ATTACHMENT Beam (4) Doubl,i' Clevi~ :L: (4\ '!-( X 2 '.',." BHCS wiPin Limitr:d Thread Bolts -=±1) '·---~lL_ ___ .- \4i sw-(ng Chains NOTE: (4) ,,.,. x 1 1:; BHCSw.'Pin Limited Thread Bolts This Swing is designed for users up to 5 years of age. Subgrac1o Beam T\,pical PlayBoostor Post 1 '(2) Swing , C~miris j l ' ' (:J) INJrning-- U1bels 8 :~,~:-~:: ' Use 3000 PSI · - Concret,a Minimum NOTE; Model number is for swing frame only, order swing 6eat& with chain6 aeparately. Crushed Rock I 30" no Beam (2\ Swing Chains -----~ Swing B&am Full Bucket Se~t. Loose Fill Prolectiv& Su_,racing E t,l]f. ~8 gt--- PLAYSHAPER FOOTING DETAILS NOT TO SCALE ,I ----------------- . /'®12" DRAIN LINE I ---------------:: '2-\,:-'· ~ac, DETAIL F \ • SAFETY NOTE Juh landscape structures· PS = Playshaper 15014001 iiiiiiiiii Jlrh (;tv;coe • _,rc<e<,,,~ ,un,c "l n,t,a, , • ., = a cn11-:a1 f-q rt .,.,.,.>'co 10.<1"" l.aloht of ti,-H~C•st A,nssltle Pac•Fsl -101-:,it c· tM M.:.ccn, ccu pnoll. iR:-r M TMF1'117 > (6)'i,"x ··1;---_ BHCS wlPiri fi" 151) 10" 250 10" 250 4" 100 LW = Learning Wail • Mounted 1 3/4" Above The Playing Surface. (fa)\',' H"lng~ Nuts w1Pin (21 'l," Flange 'Nuts w!Pin / ;I;;, !:l, -, Table End Panel ·, ' l l (4) '!," Lo·.., Crown Csp Nuts PLAN VIEW/ FOOTING LAYOUT DETAIL DIRECT BURY 21" 530 ..J.-__ --Concrete Footing 12" 300 (2) ''/,'' X 1 1/," Flcit Hccid CJp Scraws (2) '.',"~'Is" BHGS w/Pin '/," Standard Hex ,, Nutwi'i,"SAE -• Flat WashP.r -5;, 'I/ X 2 '.·/," • , Exp.;nsion Andior (2) '/," X 1 ','," Flat Head Cap ,Scre'!.-s i. Tabl& Panel (2)Tnblr-Top Br.ackets Surface Mount Support Leg landscape structures' POST CROSS SECTION Post Surface Mount _ Plate 4 1_1,,·so '" (2) '!," St:mdJrd Hex Nuts WI 'I," Fial Washers 9 Expansion Anchors --_ - ' (4) 'I,.;' Hlll"s P~st Cap NOTE: Sufficient protec- tive surfacing must cover hardware to satisfy fall (2) Expansion Ancho1 height requirements. Per Post / .. '" 124U1'.l<l0 {2)'1,"x2'1a" i::::;=>~ -------------------- r-'---'--'--'"', / ~ D<lplll AIIDwed (Standard) --, .'.. ----Concrete Slab . ' . ~·-;---~r-----,-~ -----_ _:..,-~~----~~--~---_:_, -·~-~--/-i---, ~·~.,----W i10 Mesh --compacted Sand Suhgrnde PlayShaper' 111292/184861 Table Panel, Grnund Level PlayShaper' Typical Surface Mount Post MMEilf:ii %if§£ "'l'MM' 1/lfH'ii I ifiol'MW'1%¥1tfttf itiU411HM WI ¥9t@fVlfiii i 5¥ fd¥ UN UEd fftfriiifillfW !iii fii Id-iii i'i. M #!i I I I I +i li ►hfai i FESBii i&FIEEIIJFW HMib/¥96 iil-i11G5ii kill Document #16461300 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While the information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 08/23/21 DATE KC AS-BUILT BY DESCRIPTION REVISIONS 6" DRAIN PIPE SEE SHEET 7 OF 8 FOR AS-BUILT DRAINAGE AND SURFACING TURN DOWNS. -------....... ---, ___ ~ PDRAIN BASIN CONSTRUCTION NOTES ® PROTECT IN PLACE. --, ·-......... 0 REMOVE 0.5-INCH OF EXISTING WEAR COURSE AND CONSTRUCT 0.5-INCH THICK WEAR COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS. r;\ CLEAN EXISTING 12-INCH X 12-INCH BROOKS DRAIN BOX FROM DEBRIS AND BLOCKAGES. REPLACE \.::./ FILTER FABRIC USING MIRAFI 140N OR ENGINEER APPROVED EQUAL. ® CLEAN EXISTING DRAIN LINE FROM DEBRIS AND BLOCKAGES. ® REPAINT EXISTING 2-INCH CONTRASTING MARKING STRIPE AT BOB HENRY PARK. PAINT SHALL BE WATERBORNE TRAFFIC LINE, TYPE 1 (RAPID DRY), YELLOW, AND IMTH GLASS BEADS. 0 CLEAN EXISTING 6-INCH N.D.S. SPEE-D-BASIN INCLUDING GRATE. ® PLACE, SPREAD, AND LEVEL CITY-SUPPLIED SAND AT BOB HENRY PARK PER PLANS AND SPECIFICATION. SAND LAYER SHALL REACH THE SPECIFIED HEIGHT AS NOTED ON THE PLAY EQUIPMENT OR A MINIMUM OF 18 INCHES THICK. ® INSTALL NEW PLAY EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-1180). REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAILS. @ CONSTRUCT 4-INCH THICK P.C.C. BASE, 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH THICK WEAR COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS, HEREON. @RELOCATE EXISTING PLAY EQUIPMENT. SEE SHEET 5 AND DETAILS FOR SPECIFICS. @ RUBBER SURFACING TURNDOWN TO SAND, PER DETAIL C. MATERIAL AND COLOR LEGEND STANDARD BLUE 60%, BLACK 40% HIGH DENSITY THERMAL PLASTIC VULCANIZED WEAR COURSE. REVIEWED BY: BOB HENRY PARK TOM SANDEFUR, P.E. CONSTRUCTION PLANS & ASSISTANT CITY ENGINEER DATE PLAYSHAPER FOOTING DETAILS APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH KC KC CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET OF PT 13 FEB 2020 L c_ C C ~ C P-5266-S68 C-7737-1 N 33'-10" •CFOOl,,E3 rn RD' Ci</225" !ULL "~ ••:'OJ1·155 rE 8c" ~1I(/~'.'f" -1_,1 S,'L :OCiLTCffrn:i® • • • • • H60J& • . . . . .All Bll:KET SEAT . ···_·_·_·_·~=-~~-- • • • • 176C131:! • • • • • FULL ·BUCKET 'S£AT • • • • • W/PROCl.Wl) ·CHAlfS • • , fO~ TODDLER SWING· • . . . . . . . . r ....... ··-. .. ,I . . • • • TT13J8 • • TOOOI..ER SWING • . . tE-ONLY . . . . . . ·2· 5 .. ·······-··· ............ • • • • • • • • • • • • • • • 1.735&11: • • • • 175588 • · · · · · · · · · Q~ IUHRROR- 159460 • • • • =-~1' ""EL • • • • • • • • • • -~G-A BEli. • • • • • . . . . . . . . . . PANEL BEi.OW D£a( --• • • 164093' ' ' ' 'B<mO PAtEI. ' 179239 -{AT-GIW>E) \ SI.PER SQW.RE" • • • \ SHIGL£ ROOF . . . . . . . . .\. . ,,,"". . ·•I POLY CAf>. ....... \ . .,.,., .. .,,, - ...... -11,m . , . ..,~_, . . . . . TABLE PNE.. , 13 · . . . . . . . . . . . . OLOR SPUSH . . . . . . . . . ,,rr~. 5' -1" :,,: _J ~ w ti 0::: u z 0 u APPROXIMATE AREA OF ACCESSIBLE/PROTECTIVE UNITARY SURFACING BY OTHERS 1470 SQ.FT. THE SQUARE FOOTAGE CALCULATION PROVIDED IS APPROXIMATE AND FOR ESTIMATION PURPOSES ONLY. LANDSCAPE STRUCTURES SHALL NOT BE HELD LIABLE FOR N-JY COSTS ASSOCIATED WITH SURFACING BY OTHERS. PloyShoper® (2-5 years) Max Fall Height: 75 inches •~P•~~-,me F8 ~,c," lh/0?/i' I.II I St,11 ACCESS RAMP (VERIFY ALL) _:...----"--- 5-12 TOTAL ELEVATED PLAY COMPONENTS 6 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 3 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 2 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 2 ~C::l n~Plli:C® -,~I•:;u1~cli HO Ci)" lk/L'.C fULL GDCL 01 'cf;S® 1,:~1~. -~ 5' -7" Pla;f3ooster® (5-12 years) Max Foll Height: 80 inches --~-~ ~ .>_·... . • . . IB2503. . . WEI.COME SIGN . . . t· ,,,. ...;;,... • • • • • • • (LS[ PROVl)ED)" • L _____ ___,SciEA:'X'i'T7WMAITLTL----t,;;,t-:--~-=::J • ,_,, =· • 5' -1" REQUIRED REQUIRED REQUIRED REQUIRED 0 3 2 2 CONCRETE WALK i-,-----------33' -5" ----------- TOTAL ELEVATED PLAY COMPONENTS 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 0 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 11 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 10 REQUIRED REQUIRED REQUIRED REQUIRED Bob Henry Park Newport Beach, CA 0 0 0 10 BOB HENRY PARK-PLAY EQUIPMENT DETAIL NOT TO SCALE 5' -1" SEE SHEET 7 OF 8 FOR AS-BUILT DRAINAGE AND SURFACING TURN DOWNS. Coast Recreation, Inc. Gregg Rogers RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While the information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SYSTEM 1YPE: PlayBooster DRAWING #: 1139400-01-04 08/23/21 KC AS-BUILT DA TE BY DESCRIPTION REVISIONS APP'D. Jllvt landscape structures- THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGES 5-12 YEARS UNLESS OTHERWISE NOTED ON PLAN. IT IS THE MANUFACTURERS OPINION THAT THIS PLAY AREA DOES CONFORM TO THE A.D.A. ACCESSIBILITY STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, "5 INDICATED, OR WITHIN THE ENTIRE USE ZONE . THIS CONCEPTUAL PLAN Wf,S BASED ON INFORMATION AV/oJLABLE TO US. PRIOR TO CONSTRUCTION, DET/oJLED SITE INFORMATION INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING UTILITIES, SOIL CONDITIONS, AND DR/oJNAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED, & UTILIZED IN THE FINAL DESIGN. PLEASE VERIFY All DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATION OF ALL EXISTING UTILITIES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SHOULD NOT FACE THE HOT AFTERNOON SUN. CHOOSE A PROTECTIVE SURFACING MATERL'.L THAT HAS A CRITICAL HEIGHT VALUE TO MEET THE MAXIMUM FALL HEIGHT FOR THE EQUIPMENT (REF. ASTM F1487 STANDARD CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USE, SECTION 8 CURRENT REll1SION). THE SUBSURFACE MUST BE WEll DRAINED. IF THE SOIL DOES NOT DRAIN NATURALLY IT MUST BE TILED OR SLOPED 1/B" TO 1/4" PER FOOT TO A STORM SEWER OR A "FRENCH DRAIN". ACCESSIBLE/PROTECTIVE SURFACING TO BE A COMBINATION OF UNITARY AND LOOSE FILL MATERIALS. IT IS THE MANUFACTURER'S OPINION AND INTENT THAT THE LAYOUT OF THESE COMPONENTS CONFORM WITH THE U.S. CONSUMER PRODUCT SAmY COMMISSION'S {CPSC) "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY". DESIGNED BY: GLG COPYRIGHT: 1 /27 /20 LANDSCAPE STRUCTURES, INC. 601 7th STREET SOUTH -P .0. BOX 198 DELANO, MINNESOTA 55328 PH: 1-800-328-0035 FAX: 1-763-972-6091 1/12/1 1139400-01 -03 GLG 11/1/19 1139400-01 -02 GLG 9/4/19 1139400-01 -01 GLG Date Previous Drawing # Initials 180 MGO'l:2018 IS() 1 r T I r I r !11111 : 1 11 ::; Cerlltln REVIEWED BY: BOB HENRY PARK TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER PLAY EQUIPMENT DETAILS DATE DRA\lrN DESIGNED CITY OF NEWPORT BEACH KC KC CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET OF PT 13 FEB 2020 :::c [C' ~ C rJ; P-5266-S78 C-7737-1 DETAIL C - TURNDOWN TO SAND CONSTRUCTION TO EXISTINGDETAIL D - FLUSH MOUNT CURB/SIDWALK/WALL SEAM LAP CONSTRUCTIONDETAIL A - POST EDGE INSTALLATION DETAIL B - POUR IN PLACE CONSTRUCTION TO NEWDETAIL E - FLUSH MOUNT PCC MOW CURB DETAIL F - DRAIN BOX DETAIL (IN SAND) NEWPORT SHORES, MARINERS, ANDBOB HENRY PARK DETAIL G - DRAIN BOX DETAIL (IN RUBBER) BOB HENRY - AS-BUILT DRAINAGE BOB HENRY - AS-BUILT TURNDOWNS NEWPORT SHORES - AS-BUILT EQUIPMENT MARINERS - AS-BUILT SURFACINGMARINERS - AS-BUILT HDPE AND DRY WELLSMARINERS - AS-BUILT DRY WELL DETAIL NEW OR EXISTING BASE .5" WEAR COURSE N.T.S 0.5" WEAR COURSE 4" P.C.C. BASE OR BASE TO MATCH EXISTING NOTE: 8~C~b~ FOUNDATION 3.5" USHION LAYER 5.5" N.T.S EX. CONCRETE URB EDGE 1. DETAIL REFERENCED FROM RECORD DRA\\1NGS (PLAN NO. 1832-95). N.T.S RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While the information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. \ ALI~" ,\ ~k====~~~-~~~==================~-~-'"--"hei'.'~ ~,..L!IL J· I N.T.S ,,,,,1:x•· DRw,eu. Vlllm-· CHJWCL ,m. A.SO f lUt<AYION SAf!t<IC ON ALL SIDES l"CLUDl"GTC<' M-IODOTToM, "NP ~--it) CONCR[:TI: CUl1JI I I c .. ~ / te-' / FILTER FABRIC BROOKS DRAIN BOX ... --- ' MIN. LAP LENGTH 12" .5" """ co,,;-.5" WEAR COURSE USHION LA YER N.T.S .5" 0.5" WEAR COURSE CUSHION LAYER 4" P.C.C. BASE NOTES: SUBGRADE 1. MOW CURB SHALL BE CONSTRUCTED \\1TIH A 0. 75" DEEP SCORE JOINT AT 1 Q' O.C. N.T.S RUBBER SURFACING \ N.T.S • -Ql)J'1)•iS"-po5c::r M'P) I -HD?€ vJE//1'--Cffifi.SE ,.., -.-r r ----------- • I / CONCRETE OW CURB RADIUS FILTER FABRIC WRAPPED AROUND GRATE BROOKS DRAIN BOX ~-· ~, ~"~, .. ~. ,.;..,..(IIW.tt'l>nu_,_ 0.5" WEAR COURSE EW SAND .5" ~ CUSHION LAYER 18" TURNDOWN WITIH 1" X 2" KEYWAY ;.J,;.;,----'li'"'><=<:~~:,:,;:: . . ,'®< ~~ ., Ai '---+------'"---"--"'-"'-----1----_J • P.C.C. BASE Jlih landscape structures· N.T.S DETAIL SIGN ATTACHMENT (4)'/; Low CrCM·n Cap Nuts w/J.'," SAE Flat Washers Large ,., Border Age Appropriate Sign (2) Sig ns I 8" 1 --2.oY ' DETAIL , I (2) J/8 x "/.," Sign Post . / ,BHCSTor,( \2) Borders ,1 . _ -;.Jll,.;. ____ _ (2)S,gns --,,--- ·--.·Warning Sign 17" Bmu.,, l4)'/' X 1 1/0 BHCS w/Pin wh'," SAE Flat Washers (4) 1.1," S1andarr1 Hex Nu1Sw.'·1,• Flat Washers IA)'l,"x 2'r"_ Expansion Andmrs Subgrade 0.5" • 1S014001 iiilllllii DETAIL SURFACE MOUNT Sign Post DETAIL DIRECT BURY FOOTING C<lnr.relf> --• • Footing 12" 305 Model 182503 -Landscape Structures Provided Welcome Sign Model 182504 -Welcome Sign :H••••----••••••----.., -···" r·--------~ . --~ ,. __ .,,,-.., 0 ,=... ~ i.e. ~ \ (\_ iuo i uoio oiooi ) , __ i -----.n. ,. •• -'' , e:W --r--: -:!':-#.: -r--:-;;: ; 1 , L ........ _, .... , ,.-----.. lO ,, __________ __; ,/ -;------......--·------·--( -,u "b ... '•, ... , ,,,,-··--•· ---._ • ....---·--........ ft !Cl.'\ 1-=!i=~ r, -\ i -~\ i' -i!.-j \,;::.. -•(/ ''-------------.... , _,,/ .... '----·-!"-..... .::: __ . __ ,,",, ... ,,_ D:ETING SJRIIC]lfif NQI[ "s..:-.--...,.,.""',.. __ 111-,,..,_ -.. __, ~"'""""""""·-· ... """.,....,...,.., __ KSllft.CtW-..11!$1f11£!1HII -~- TVW.EIDO!EO,,.,,,._ 1J Tml.l"MTm~"'"-,"'"'"" a ~ a TOll<.£1MftDCOIO"(ll,O,T,...,.,.,.,_,ffl,,...,.,. 7 E!ll!ll 7 TOll<.-.e""""'Lllil._EHTS_ llllll!IIBEIJ 4 !t~ tilt~=-~~.=. --==.. --• ,=-£a,..,_ _:3...:::,-;:::_ II Co,Olt<o• 21325600 ,.,.,__,,,,...,,,,,,,.,Li"'-Q)ljf"l)l<ENIS7 llElll-!IIJl 7 ALL POSTS ARE EXISTING 9:.11.L IN fill: 2. MARINERS PARK A f-8l/lL1 C' 1• 10" N.T.S N.T.S Wariner. Park CM5t Ro<cr""tian, Joe. (l.-.,&C llocOl"• ;~ -· US113\!1Hl!·OO 08/23/21 DATE KC AS-BUILT BY ( 1\6'5~ (,,J) 0 '' fNc. PIPE (j))J /J~ 1b ( F) l-1).)€ ) N.T.S 1<.>;,-4:.l: "~· ,rr 2'.'.; •. _],C. '=-'· ;.a ) A-5 6/Lll,/:, l!tJ' Tu.llJJ 61JWrJ N.T.S ,_,.,,,. ·., ' ;\ . ,, ''" ,,s; "' ''"'" • ,,;·.-·0 s·x,,, c/,,:, . .,,.,,,,' 1 - Dot, lle.o,ry J'H,·,: ~ewood Bc~cl• C,', (',,.,,;_ Rccrnl'.~n, h e. G,~,•.,•, f.og¢rs Ccasl i.ec.,·c·~1.1011. ·n~ (lr~,;g Rog~:·, ;;-,·;,"' ,.,_ ~1,_,~o~s:er ,10•~,-.:;' i)J\A OC--01 Ui .,,.,.-,., e1,-,U,u,,,, JI&,_ landsco~ struch.1191" ,,~ ... , "-""''•"• ' 'oT,'C<=,·;,['S, . . ~--... ,_,. ---- I :~:-11 . 'Iii""'""" I •.. J/lh land1Gllp0 ·- jJ,-fo1l!CT /Al ,PL/tC~ N.T.S REVIEWED BY: TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER DATE DESCRIPTION APP'D. DESIGNED DRAWN KC KC REVISIONS CHECKED DATE PT 13 FEB 2020 Jl.0t lancbcapa lfructunir /i-5 -6l-l._JLT Newport Shores Park 1139399-01-01-03 • 09.29.2020 :;:_o.;o Lar,ds,:a. ,> Struclves All Ill M., R<>:a DETAILS/ AS-BUILT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET L c_ (C; ~ '. ~ OF P-5266-S88 C-7737-1 NEWPORT SHORES, MARINERS, ANDBOB HENRY PARK 2" Clear (min.) 2" Clear (min.) 2" Clear (min.) 2" Clear (min.) 2" Clear (min.)2" Clear (min.) 2" Clear (min.) 2" Clear (min.) J1rh landscape structures· NOTE: Maximum post height above dack is 96". 17' -6 ,1,::_ 531-5 - PLAN VIEW/FOOTING LAYOUT Post ,.Concrete Footing • ISO 14001 i+ihiiiiii Large Sail (4) Typiral Small Sail aAFETY NOTE Gh,,c,,e , p,c;ecj•.,. ~ri,cica m,_, - ,,., ~ -~nt:,a1 Hal;,t ValJa ">t ....,, ,-, .,.,,,, uflhe H '' ""''""'~'''" ~.,,.,,, SeiiCJ ,,r h orljace,·t ""'"'""'· (Sa A,Tr,1 F14"7) 14812WU Pl av Booster PoSis ,4. Protective Surfacing NOTE: Remove fabric when wind speeds are expected to exceed 90 mph and snow loads are expected to exceed 5 psf. DETAIL DIRECT BURY Loose Fill i-:·.-:-·-/· Protective ,: '. • Surfacing -~1 JUh landscape structureS" Concrete Post Specifications: Post length shall vary depending 11pon tile intendm1 use and shall bP. a minimum <1f 42" ab<1ve the rJer.k height. All posts shall be powdercoated to specified color. All pests shall have a "finished grade marker' positioned on the post identifying the 34" bury line (or 44" bury line for posts for 96" decks) required for correct installation and the top of the loose fill protective sur" facing. Top caps for posts shall be aluminum die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory installed and secured in place with (3) self sealing riltets. A molded low density polyethylene cap. with drain holes. shall be pressed mto the bottom end of thc post to increase thc footing area. Steel Posts: All steel PlayBoosler posts are rnanufaclured rrorn 5" O.D. tubing with a well thickness of. 120" r,1ml shall he galvanizerl after rolling and shall have both the ID.and the cut ends sprayed wilh,. corrosion re,sislmil c:ualirig Aluminum Posts: All aluminum PlayBoostcr posts cire mcinufac- tured from G005"T5 extruded tubing conforming to ASTM 6"221 Pusts shall have a 5" outside diameter with a .125" wall thickness. CONCRETE Finis~ed Grade, Sticker Subgrade , • 1.87 Cubic Feet per Footing Crushed Rock 11 :1= • 15014001 iillllilll 60" Sq 1520 ■ 0.,111 ..... Pali Number Label faamµlc, 14" Minimum ;co PlayBooster® Concrete Footings, 5" Posts SAFETY NOTE c-,,,.,, a""'""·""' ,,,,1,.-~,J mai,rial lhal ,cc " r,,i-i,.,, kc r.i·t ·,,, ,c "' ,-'"'"' "" 1<,rt,',n, e1,n"11'....,,,,i;e 1•n•fol t1,1,1,1 "' ,,,, a,I,,"""' "''"'""'""' ,a,r .sn• ""''I 13871600 Numher lndirntea Post Length • An Example· If you are using 12" of loos1;1 fill mat,;,rial, your con,;;retefooting will be 22" deep_ MilfiHiiltifi HIUM Pi■1' M 111 ¥ ii ►WJ• rll-WttiM@iiilf-ililllWtiil"lbiiHifftlf-il hit¥E¥H@flo•■10MHfri¥ilitMlfW ·C,2019 h·1 Laadsca,a Sh,ci,,eE. ;Jl,lsC~ """'" L"',COL<;; Docc~.,o,;s""'>>C·'"l'~"'"''":~:,i. l ;d,o,J1> c.,o~·,u,m,hbl O0GUl!len\ #25777600 Wh landscape structures· {2) 5/8" X 2 114" BHCS w.'Pin Toll ol __ 1J(,,f:\( Typical PlayBooste,· Post DETAIL 2 DECK CONNECTION DETAIL 1 HOOD ASSEMBLY . ~ I I • I :12) Spa,.E!r :rubes Deck . I : (2)3/B" x 7/8" BHCS w/Pin WI 31:3" Flat Washers SAFETT NOTE: (cc,,s,e , '""'"'"'"'"""'"•'""' t,c; ''" 'c, ... ., ""'"''' ''"'"" "' >.l ''"' ""' ne~nt or :Ile I119oest "'""'' .. ,-,-,11 h lsht .,f Iha sciooeo1 """'rmem ,:Raf ~,,., "14'7' (2) Typical Offset Hanger Cl~mµ A~~ernblies ---Single Slide Hood DETAIL 3 SUPPORT Top of Sliding Surlaw .... r::---7 ~ DETAIL (2)Rubber 8u3;1ing3 -~·· SURFACE MOUNT (2) 318" SAE FIJt-----.-~ .. j • •• (2)3/8" Flat (2} 1.'2" Standar~. . . Washers . ,/ ,, 1N,mher,; See A Ke, Hex Nuts w.' 1.'2" ' (2)3l8"' x 1 1 ,;."c·o.ll. • Fial Washers o • Pin Limited (21112" x 2 314''----! -Support Expansion ------- Aru;hor~ .....__ I I Concrete ---! (2) '.l/8" x 718" E!HCS w/ Pin w/ 3/8' Flat Washers Slab / Cru~lled--/ Subgrade 0<_oc_Y ___________ ~• -Concrete· See B Koy KEY: Deck Hgt. 40" .. '"" 40" .. 48" .. Dimension A= 8" (200) A= 11"' (280) B -37" (940) B = 34" (860) Jl0?. landscape structures· L0¼e Fill Protective Surfacing Subgrade Concrete CnisMod Rock --- NOTE: Sufficient protective surfacing must cover hardware to satisfy fall height requirements. Bottom Of Support When Attaching Slide Tu A 48" Deck 12' 300 • 15014001 liiliiiii I .-Typical Component Support 12" (300) •ffNl Cru~hs!U Rock Sheet 2 <1! 2 Ii Mtlhlff■tWIFlt Document #220001 00 SAFETY NOTE Ct,·,us,, ,,a1~~l•au·ac1.,, '""-"''"' '·"' """"" t1elgl1' -.~,..,of., .,,. ,,., of th, 11;,h .. , AcGBSElble Fac,Fall :,,::• 11,,,,,,\,,1,,,,,,.,,,(R,af ASTM • An Example: 8-25-00 109700CI0 If you are using 12" of loose fill material, your concroro footing will be22" deep. Minimum 1.2 Cubic Feet of Concrete Required per Support. 4 PLAYBOOSTER FOOTING DETAILS NOT TO SCALE Wh landscape structures· DETAIL CABLE TO TAB ATTACHMENT (18) '/," X 7!," BHCS wiPin Limited Thre:id Wh landscape structures· (4) ','," X "1,"' BHCS wlPin wl ·'i;' SAE Fial Washers Protective Surfa,;ing lJ l r'I {2) Handhold Pm1ds ' . ' \ (4) 'I," Flange Nutsw/Pin 72" Deck H{)ight Shown Spider Web Fr:imo =1 ·ITT= Subgrade ----1 'II= Cponcrcte·· Footing Crushed -- Roc< • ISO 14001 i+liiili■IU SAFETY NOTE c-,c-,,_. a ornkcll·.~ a'"100ag mdcrinl l,ei t", Crltkal H•l~t \~lu• ,1 ,: l.,,t th tBl]hl c,f .-.e ~,il-,,st ,\xes,.I,, e,,1,F.,II H,..,.,, a , ",,c\a<e..t ''"''""'"",. w,r ASTI,1 F14',.J 14D641a0 DETAIL DIRECT BURY II "'""''" Loose Fill Protoctivc Surtacing SAFETY NOTE ·;,....,.., ' ""·"·"'·c ",,, • .,,,, ,c;lc,l»I u,,1 h,s • ~riti:,I 11,;,11 '.'•l,e cl' al le,:n 110 hslaht .of h, 'j ;Csst ;.,.,as,.iO\e, 'art,F;II "' '"' ot '" _,.,,,.,or ,, .. ,r,o1,,"1. ,:~ff AS"iM F1<87) 14814600 PLAN VIEW/ FOOTING LAYOUT Jllh landscape structures· NOTE: Surface mounting will not work in all applications. Consult Landscape Structures Inc. for your particular re- quirement,s, CONCRETE SLAB SPECS Base under slab to tie 4" -b" of sand ewer :.t stable ~ut,yr.,dc Deµlh of GllllGrnle slab lo be 4" -6" with a wire mesh suppon. Minimum of 7 days curing time full cure ;-,fl,;,r 30 days Surfac;:e of co~crete to be trow1ed smooth and <1cid etched Concret,;,: 3000 PSI (M ini 30 D<1ys 3500 PSI 'I, Minus Crushed Rock NOTE: Sufficient protec- tive surfacing must cover hardware to satisfy fall height requirements. NOTE: Drill 3" deep hole using hammer drill and 1/,"masonry bit. Tap anchors into concrete and secure with 1/," standard hex nuts and 'I," flat washers. Jl!h landscape structures· • 1S014001 llllllilli II C•'1iff•d SAFETY OOTE G-.,,,,.," poctccc,·,o ,ufca,. ,·otc,I,, .-,t "'a'""''""' H.s,·,< V,lw of ,L c-,,1 11,o as act of h a H s·ast Ac-casclele rac•Fa'I ,,-.1hl,'1-,,-,,ij,~o1,_,.,,,,,.,i,.,,MTt.l e,ae?) ,· 3/," x 8" Squarei Stael or Aluminum Plate Continuously Welded to Upright Post II II II II 3-29-01 12191700 -Upright Post Conr.rnte Surfar,.e ' SAFETY NOTE 5 ~""'", o·,ceca•,, "'""'"~ m01oaoJ11a ha, a ,cm cal 11,1,-t ','al,,. cf at'""''"'" I>•)~,· OI 11,o -<,_,c,,st ,\,,o,~Oi.,I< k,cl•So I "'''" ct ire '""""' orno:neo1. 11'<1 A.'llt,1 FH"7) 13040100 ELEVATION T1·pical Plcl),Hoostm Post Deck Corkscrew l ypirul Concrete, F()01ing 21" 030 DETAIL HANDHOLD PANEL ATTACHMENT PLAN VIEW/FOOTING LAYOUT 64" -72• Doci, Double Swoosh sI;ne / Double Sw<1osh Slide (2) Typical Offset Hanger Clamp A~semblies Typical Concrete Foo~ng I 84 f,(." 6'11830 _________ Finished GradE_ (2j Handhold Panels 2142 18 11;1464 M1rnmum Use 2one Corkscrew DETAIL (2) 'li' x 2 'l,", Expansion Anchors wl 1/," SURFACE MOUNT Flat 'Nash!lrs & , i," Sta<1dard Hex Nut~,------ NOTE: Sufficient protec" tive surfacing must cover hardware to satisfy fall height requirements. Concrete DETAIL SURFACE MOUNT (4)1/,' X 2 '/," Expansion Anchors ___ r1n w• 11," Flat Washers .,.. & 1/," Standard Hex Nuts _ .. Suppolt DETAIL SUPPORT ATTACHMENT Slide Top of Slidin~ Surfaw ~ 6 ' ., a €2~ " ~ . ;=i O 2 ~~ Lil DETAIL DIRECT BURY Crushed Rock (4) 'is" Fl~\ \'\l~sbers - (4) Rubber Bushings --_ (4)'1," Flnt Washers (4)11," X 1 ','/' BHCS w/Pin Lirni tetJ Thread "'~7 f~~ ·,c,c,coo~e"ill~--.t·c· ~• ~ [;'. Loose Fill Protective Surf~dng Crushod·---- Roci, 12' Coricr<ole Crusher1 Rock NOTE'. Sufficient protective surfacing must cover hard- ware to satisfy fall height requirements. Subgrade Typinil Concrcto Fooling NOTE: Prop the end of the slide according to the proper deck height 12' 300 Protective ~ Su\fac::iny ~ ;,-· 1~,1 Sii O ! 11;; ' 1·,, , x -.,-h-e-,--4 t R0<..:k PlayBooster® 130390 Double Swoosh'" Slide, 64"-72" She,t 2of2 ■' IWWUI t%1Ei1i"lzW1 at 11 I I ilif4ut&r:¥2 I iH'fYI" WCI& IMGtlMilz"li!W \Wi1 ftt0:41 19i¥il'tt¾t:i' l®Wd ttU :!tlt:flffW "''"''·'lar""''" Sta.coxes. Al ·,,,cs oc•s0r•cd Document #26473700 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While the information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. DATE BY DESCRIPTION REVISIONS APP'D. J1rh landscape structures' Typical PlayBoostor , Ma,nstrocture -__,_ Posts ' • 15014001 iiilllilil II Con1110• 14)31"X2 1_.';' /-BHC's w1P1n SAFETY NOTE Choose, ,ccte~·,c '""'~"' mccrn~ t-..c has , :,IScal I loight V,l,o of ,I 1,,,., fa hioh• d "'" I li~heSI '"''.,,.,;~,., ~,,,,,-~I He,gl>t c,· >,e "!"°"°' "<"'f'«'"'· iS'1 '-SHAF1,n7.> 18576400 PLAN/FOOTING LAYOUT ' ,~. 0 C 12) Handloops / Transfer Step Typical 16" Deck (4) Typical Hanger Clamp : // Assemblies (4) '/~" ~ 11/; BHCS w/Piri wl 3/,. SAE Hat Washers (4) '!{' SAE Flat Washor-; wi '/, Standard Hex Nuts DIRECT BURY SURFACE MOUNT Step Loose Fill Step Mounting Plate,\1 (2 ) '\" x 2 ''l ". Exponsion Anchors and '1 "SAE Flat Washers w/ 'i,~ Standard Hex Nuts (4)'.'"x 1'1"BHCS w/Pi~ wl'/,,i,SAE Flat Washers 11 'l "Standard Hex Nu LS w,' ·\• SAE Fial Washers ; I --• I I ,,- NOTE: Sufficient protective surfacing must cov~r hardwal'EI to satisfy fall height requirements. 14) 'I " x 1 \" SHCS wi'Pin w/ '.~·· SAE Fial V'.'ast,ers & \•Standard Hex Nuts w.l 'I," SAE Flat Washers --Cru,;;hed Rock Subgrade "-~1 Concmte Crush»d - Rnr.k PlayBooster® 185852 Transfer Step, w/Handldops2~; MMIWfii IUE 'iii¥ ¥!1 "MIiii 1¥ ii ff8dfj/ FiiiNt•.;;;■1.41 m I rn •11 •« Mitlt1L4:: 1 ;aw:,v:;,;g;J, I IMiiiii Hi@iifl "'1·'12t;Laniso,,, Sln~bs• .,11,e,I,1, '""""" Document #18G76400 J1rh landscape structures' Jopo\ ,, C\811'P .-,: (4) '.'," ~ BHCS w/Pin w! ·'!,." SAE Flat Wnshers Protective Surfaciny 72" Deck Height Shown (2) Handhold Panels I I . (4j.'/;'Fl~ngo Nuts wlPin • 15014001 iillllilil SAFETY NOTE ·~l,oo,eaµolecil'"'S§fCC>JITO,,a,oll'"'1 "' a Ciocal I lelahl Val= ot ,, lease tF-c "> ·.t ,;I rt,~''°"" ;,ce,dk ~,>,'Fol rleishL of ·,te ,J,aeeo; eq.,i~o,eol '.Rei AS-M F14'?, 14!!144UU PLAN VIEW/ FOOTING LAYOUT Firepole -, ,, Typical , Concrt!le F<1nting Deck DETAIL HANDHOLD PANEL ATTACHMENT ~~t:~~rtf~ge --7 ~ (2l '.l;x4'f," ___ .f.,_ ~ Thrcadcd Rods / -- I ?'-~~- 12) SpacP.r ---~ _ \_f'os1 ) Tubes • •~1_. {2) Handhold ...,.- Panels (2)Typical Offset Hanger Clamp A8semblies (2) '.','' X 2 Expansion Anchors wl "/," DETAIL SURFACE MOUNT Flat Washers-& 'I," Stand□rd Hex Nuts --_.,. 0 I Firepole NOTE: Sufficient protective surfacing ;. -::--Concr<llc c~_,_'._;c\_,C_:',_~_•"_',_~_:'s,_'_~~-1_,_"_10_,_•_1_,,_,,_,_•_lla ~; ----Firepole DETAIL DIRECT BURY Loose Fill ProWcliv<l Surfacing a Sut>grade Concrete - Firepola • • - I 12" ,cc Crushed Rock , Crushed Reck PlayBoo•tec' 148426 Firepoles, 32"-72" Decks 1i'INIZUIMaPl'iiz■ IU)'t•I 11'1 if4 itHi2Wl'lrPfiWti'Blf41®MIMl!W'Wlt\®l!-4i ii 9Mi55tt¼il'i'lm■tttti¥l t1ftfW ".uc•• c;· cana,c,,e ~"""-·es. ~.,, "'"" reaerve, DCCUrrlt!fl l i/-14814400 REVIEWED BY: TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER DATE PLAYBOOSTER FOOTING DETAILS DESIGNED DRAWN KC KC CHECKED DATE PT 13 FEB 2020 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET OF L C. C C C